Composite fabricated shear wall based on principal stress arrangement distribution steel bar

Abstract

The utility model discloses a composite assembled shear wall of arrangement distribution steel bar based on principal stress, its characterized in that, include: wall body and hidden column, wall body inside is provided with oblique direction steel bar, and oblique direction steel bar is along the arrangement of principal stress direction, and the wall body is filled with light thermal -insulated material, and hidden column sets up at the both sides of wall body, and the end of oblique direction steel bar extends out of wall body, and extends into hidden column, and is connected with the pouring of hidden column. The utility model discloses the shear wall can reduce lateral stiffness, improve the thermal -insulating, sound insulation effect.

Description

Technical Field

[0001] This utility model relates to the field of building structure technology, and more specifically to a composite prefabricated shear wall based on the distribution of reinforcing bars according to principal stress. Background Technology

[0002] Shear walls, also known as wind-resistant walls, earthquake-resistant walls, or structural walls, are used in buildings or structures to withstand horizontal loads caused by wind loads or earthquakes. Shear walls can effectively prevent building structures from being damaged by shear.

[0003] Currently, traditional prefabricated reinforced concrete shear walls have the following problems:

[0004] 1. Traditional prefabricated reinforced concrete shear walls have many vertical connecting bars, loose grouting, and high lateral stiffness;

[0005] 2. The shear wall contains a large number of small-diameter steel bars, which increases the difficulty of on-site positioning and grouting construction;

[0006] 3. Pouring concrete inside shear walls not only increases the weight of the wall but also results in poor thermal insulation.

[0007] Therefore, developing a composite prefabricated shear wall based on principal stress distribution reinforcement that can reduce lateral stiffness and improve thermal insulation and sound insulation is a problem that urgently needs to be solved by those skilled in the art. Utility Model Content

[0008] In view of this, the present invention provides a composite prefabricated shear wall based on principal stress distribution reinforcement, which can reduce lateral stiffness and improve thermal insulation and sound insulation effects.

[0009] To achieve the above objectives, the present invention adopts the following technical solution:

[0010] A composite prefabricated shear wall based on principal stress distributed reinforcement, characterized in that it comprises:

[0011] The wall has diagonal steel bars inside, which are arranged along the direction of principal stress; the wall is filled with lightweight insulation material.

[0012] Concealed columns are provided on both sides of the wall, and the ends of the inclined steel bars extend out of the wall and into the concealed columns, where they are cast and connected.

[0013] The beneficial effects of adopting the above technical solution are that setting diagonal steel bars according to the direction of principal stress can improve the utilization efficiency of steel bars; and casting lightweight insulation material into the wall significantly reduces the self-weight of the wall, which can improve the thermal insulation and sound insulation performance.

[0014] Preferably, the wall is provided with beam ribs arranged along the principal stress direction, and the diagonal reinforcing bars are cast inside the beam ribs.

[0015] Preferably, the multiple beam ribs are distributed in a grid pattern within the wall.

[0016] Preferably, the interior of the concealed column is provided with multiple vertical reinforcing bars, and the exterior of the multiple vertical reinforcing bars is provided with multiple stirrups along their length.

[0017] Preferably, the top of the wall is connected to an upper component, and the top of the vertical steel bars and the diagonal steel bars in the top beam rib of the wall extend into the upper component and are cast and connected to the upper component.

[0018] Preferably, the bottom of the wall is connected to a lower component, and the bottom of the vertical reinforcing bars extends into the lower component and is cast-in-place with the lower component. Setting vertical reinforcing bars only in the concealed column area not only reduces construction difficulty but also decreases the overall lateral stiffness.

[0019] As can be seen from the above technical solution, compared with the prior art, this utility model discloses a composite prefabricated shear wall based on the distribution of reinforcing bars according to the principal stress arrangement, the beneficial effects of which are:

[0020] (1) In this utility model, the diagonal steel bars and beam ribs are arranged according to the direction of principal stress, and vertical steel bars are only set in the hidden column. The vertical steel bars are connected to the upper and lower components, which can not only improve the utilization rate of steel bars, but also reduce the lateral stiffness of the shear wall, improve the construction efficiency of the shear wall, and reduce the construction difficulty.

[0021] (2) By pouring lightweight wall materials into the wall, the self-weight of the wall and the seismic effect can be reduced, while the heat insulation, sound insulation and seismic resistance can be improved. Attached Figure Description

[0022] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on the provided drawings without creative effort.

[0023] Figure 1 The attached figure is a structural schematic diagram of the shear wall provided by this utility model;

[0024] Figure 2 The attached figure is a structural schematic diagram of the connection state between the shear wall and the upper and lower components provided by this utility model.

[0025] In the figure,

[0026] 1-Wall; 2-Diagonal reinforcement; 3-Lightweight insulation material; 4-Hidden column; 5-Beam rib; 6-Vertical reinforcement; 7-Stirrup; 8-Upper component; 9-Lower component. Detailed Implementation

[0027] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0028] This utility model discloses a composite prefabricated shear wall based on distributed reinforcement with principal stress arrangement, comprising:

[0029] Wall 1, with diagonal steel bars 2 inside the wall 1, arranged along the direction of principal stress; lightweight insulation material 3 is filled inside the wall 1;

[0030] Concealed columns 4 are located on both sides of wall 1. The ends of the diagonal reinforcing bars 2 extend out of wall 1 and into the concealed columns 4, where they are cast and connected. The diagonal reinforcing bars 2 are distributed in a grid pattern and are arranged in multiple rows along the thickness of wall 1.

[0031] To further optimize the above technical solution, beam ribs 5 arranged along the principal stress direction are provided inside the wall 1, and diagonal reinforcing bars 2 are cast inside the beam ribs 5. The beam ribs 5 are formed by pouring concrete at the location of each diagonal reinforcing bar 2. In this utility model, the diagonal reinforcing bars 2 and beam ribs 5 are arranged according to the principal stress direction, which can effectively improve the utilization efficiency of reinforcing bars.

[0032] To further optimize the above technical solution, multiple beam ribs 5 are arranged in a grid pattern within the wall 1. Lightweight thermal insulation material 3 is filled into the grid-like cavities formed between the multiple beam ribs 5.

[0033] To further optimize the above technical solution, the lightweight insulation material poured into wall 1 is fiber-rubber granule gypsum wall material. Filling wall 1 with this material can reduce the wall's self-weight and improve its thermal insulation and sound insulation effects, thereby reducing seismic forces and improving earthquake resistance. The preparation process of fiber-rubber granule gypsum wall material has been published in existing literature entitled "Preparation and Water Resistance Study of Fiber-Rubber Granule Gypsum Wall Material," which was published on CNKI on June 30, 2024, by Chen Kang from Shihezi University.

[0034] To further optimize the above technical solution, multiple vertical steel bars 6 are provided inside the concealed column 4, and multiple stirrups 7 are provided outside the multiple vertical steel bars 6 along their length direction.

[0035] To further optimize the above technical solution, the top of the wall 1 is connected to an upper component 8. The top of the vertical reinforcing bars 6 and the diagonal reinforcing bars 2 in the top beam rib 5 of the wall 1 extend into the upper component 8 and are cast and connected to the upper component 8. The upper component can be an upper cast-in-place floor beam.

[0036] To further optimize the above technical solution, a lower component 9 is connected to the bottom of the wall 1, and the bottom of the vertical reinforcing bar 6 extends into the lower component 9 and is cast-in-place with the lower component 9. The lower component can be a lower cast-in-place floor beam or a foundation. In this utility model, the vertical reinforcing bar 6 in the concealed column 4 is connected to the lower component 9, which can improve the construction efficiency of the shear wall and reduce its construction difficulty.

[0037] The various embodiments in this specification are described in a progressive manner, with each embodiment focusing on its differences from other embodiments. Similar or identical parts between embodiments can be referred to interchangeably. For the apparatus disclosed in the embodiments, since they correspond to the methods disclosed in the embodiments, the description is relatively simple; relevant parts can be referred to the method section.

[0038] The above description of the disclosed embodiments enables those skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention. Therefore, the present invention is not to be limited to the embodiments shown herein, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. A composite prefabricated shear wall based on principal stress distribution reinforcement, characterized in that, include: The wall has diagonal steel bars inside, which are arranged along the direction of principal stress; the wall is filled with lightweight insulation material. Concealed columns are provided on both sides of the wall, and the ends of the inclined steel bars extend out of the wall and into the concealed columns, where they are cast and connected.

2. A composite prefabricated shear wall based on principal stress distribution reinforcement as described in claim 1, characterized in that, The wall is provided with beam ribs arranged along the principal stress direction, and the diagonal steel bars are cast inside the beam ribs.

3. A composite prefabricated shear wall based on principal stress distribution reinforcement as described in claim 2, characterized in that, The multiple beam ribs are distributed in a grid pattern within the wall.

4. A composite prefabricated shear wall based on principal stress distribution reinforcement as described in claim 2, characterized in that, The concealed column has multiple vertical reinforcing bars inside, and multiple stirrups are provided on the outside of the multiple vertical reinforcing bars along their length.

5. A composite prefabricated shear wall based on principal stress distribution reinforcement as described in claim 4, characterized in that, The top of the wall is connected to an upper component. The top of the vertical steel bars and the diagonal steel bars in the top beam rib of the wall extend into the upper component and are cast and connected to the upper component.

6. A composite prefabricated shear wall based on principal stress distribution reinforcement as described in claim 5, characterized in that, The bottom of the wall is connected to a lower component, and the bottom of the vertical reinforcing bar extends into the lower component and is cast and connected to the lower component.

Images